Experimental Study on the Bond-Slip Behavior of Steel-Steel Fiber Recycled Aggregate Concrete

To study the bond–slip behavior of steel–steel fiber recycled aggregate concrete, push-out tests of 16 specimens were carried out using steel fiber volume ratio, steel fiber aspect ratio, steel protective layer thickness and steel embedded length as the design parameters. In addition, the crack patt...

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Detalles Bibliográficos
Autores principales: Rui Ren, Xinjiang Xu, Dongbo Li, Li Fan, Qinlong Liu, Xiguang Liu
Formato: Artículo
Lenguaje:English
Publicado: MDPI AG 2022-06-01
Colección:Buildings
Materias:
Acceso en línea:https://www.mdpi.com/2075-5309/12/6/823

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